What are the load cases and design loads for these girder-restrained hinges.?
The hinges were designed for all group loadings, including seismic, in accordance with the Caltrans Bridge Design Specifications and the Project Specific Design Criteria. 140. Page 207 of the Specail Provisions. Where are items (B)2 and (B)3. The number “4” should be “2”, this is a typographical error. There is nothing missing from the section. 141. Are the temporary and permanent counterweights required for strength and serviceability of the completed structure, or are they required for construction? They are required for both. 142. The CRIP specs appear to address the sharing cost savings only (Part A). How will Caltrans handle CRIPs that save time but not money (Part B)? Please see Addendum #6. 143. Do the construction sequence and camber tables shown on the plans assume deck grinding or a polyester concrete overlay? The camber tables and construction sequence shown on the plans assume that the added thickness of the deck to account for grinding is in place. 144. What is the require
